Railway Dynamics and Ground-Borne Vibrations

A special issue of Vibration (ISSN 2571-631X).

Deadline for manuscript submissions: 20 September 2025 | Viewed by 375

Special Issue Editors


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Guest Editor
Department of Construct-FEUP, University of Porto, 4200-465 Porto, Portugal
Interests: railway infrastructure engineering; railway track dynamics; soil dynamics; ground-borne noise and vibrations; soil-structure interaction
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Guest Editor
Department of Civil Engineering, University of Birmingham, Birmingham B15 2TT, UK
Interests: soil-structure interaction; compuational mechanics; acoustic; railway dynamics; meshless methods; surrogate models

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Guest Editor
Faculty of Engineering, University of Porto, R. Dr. Roberto Frias, 4200-465 Porto, Portugal
Interests: ground borne vibrations; soil-structure interaction; vibrations induced by traffic; vibrations induced by pile driving

Special Issue Information

Dear Colleagues,

The management of densely populated urban areas, their mobility, and the need to prevent climate changes are major societal challenges that justify the extensive expansion of railway projects in modern cities. Although the benefits (economic, social, and environmental) inherent to rail transport are evident, their exploration raises environmental concerns due to the generation and propagation of vibrations that affect the comfort and life quality of the inhabitants in railway surroundings.

The expansion and improvement of the railway network require the assessment and mitigation of the environmental impact induced by implementing such infrastructures on nearby structures and receivers. Thus, the main purpose of the present Special Issue is to systematize recent advances in the prediction of vibrations induced by railway traffic, to evaluate the effectiveness of applicable mitigation techniques, and present interesting experimental and numerical cases studies.

This Special Issue covers multiple topics related to the prediction and control vibrations induced by railway traffic, including the following:

  • Reliable prediction methodologies involving different types of models (numerical, analytical, and empirical tools as well as data mining and intelligent prediction approaches);
  • Numerical and/or experimental studies conducted in order to discern the main sources of uncertainty in the system;
  • The performance evaluation of conventional and innovative mitigation measures;
  • Discussions about the key parameters of the railway system for prediction purposes;
  • The identification of performance indicators for the system;
  • Ultra-low levels of vibration for laboratory facilities.

Attention will be particularly given to prediction models that can be applied by end users, providing considerable value for engineering practitioners. This Special Issue welcomes the submission of new research, case studies, projects, reviews, and state-of-the-art discussions within these topics.

Dr. Aires Colaço
Dr. Hassan Liravi
Dr. Pedro Alves Costa
Guest Editors

Manuscript Submission Information

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Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 1600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • railway dynamics
  • noise and vibrations
  • prediction approaches
  • mitigation measures
  • comfort and life quality

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Published Papers (1 paper)

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Research

35 pages, 8042 KiB  
Article
Instability of a Moving Bogie: Analysis of Vibrations and Possibility of Instability in Subcritical Velocity Range
by Zuzana Dimitrovová
Vibration 2025, 8(2), 13; https://doi.org/10.3390/vibration8020013 - 24 Mar 2025
Viewed by 165
Abstract
This paper analyzes vibrations induced by a moving bogie passing through a single-layer railway track model. The emphasis is placed on the possibility of unstable behavior in the subcritical velocity range. All results are presented in dimensionless form to encompass a wide range [...] Read more.
This paper analyzes vibrations induced by a moving bogie passing through a single-layer railway track model. The emphasis is placed on the possibility of unstable behavior in the subcritical velocity range. All results are presented in dimensionless form to encompass a wide range of possible scenarios. The results are obtained semi-analytically, however, the only numerical step involves solving the roots of polynomial expressions. No numerical integration is used, allowing for the straightforward solution of completely undamped scenarios, as damping is not required for numerical stability. The vibration shapes are presented in the time domain in closed form. It is concluded that increased foundation damping worsens the situation. However, in general, the risk of instability in the subcritical velocity range for a moving bogie is lower than that of two moving masses, particularly for higher mass moments of inertia of the bogie bar and primary suspension damping. The study also examines how the results change when a Timoshenko-Rayleigh beam is considered instead of an Euler-Bernoulli beam. Although some cases may appear academic, it is demonstrated that instability in the supercritical velocity range cannot be assumed to be guaranteed. Full article
(This article belongs to the Special Issue Railway Dynamics and Ground-Borne Vibrations)
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